|Publication number||US8210281 B2|
|Application number||US 12/689,055|
|Publication date||Jul 3, 2012|
|Filing date||Jan 18, 2010|
|Priority date||Feb 28, 2005|
|Also published as||US20100155141|
|Publication number||12689055, 689055, US 8210281 B2, US 8210281B2, US-B2-8210281, US8210281 B2, US8210281B2|
|Original Assignee||Roussy Raymond|
|Export Citation||BiBTeX, EndNote, RefMan|
|Patent Citations (44), Non-Patent Citations (12), Classifications (19)|
|External Links: USPTO, USPTO Assignment, Espacenet|
This application is a continuation-in-part of U.S. application Ser. No. 11/896,945, filed Sep. 6, 2007 now U.S. Pat. No. 7,647,988, and entitled METHOD AND SYSTEM FOR INSTALLING GEOTHERMAL TRANSFER APPARATUSES WITH A SONIC DRILL, which is a continuation-in-part of U.S. application Ser. No. 11/067,225, filed on Feb. 28, 2005 now abandoned, and entitled A METHOD OF GEOTHERMAL LOOP INSTALLATION, the complete disclosures of which are incorporated herein by reference.
This invention relates to geothermal heat exchange systems and underground thermal energy storage systems and, in particular, to a method of installing geothermal transfer apparatuses with a sonic drill.
Geothermal heat exchange systems and underground thermal energy storage systems are environmentally friendly, energy efficient, heating and cooling systems. Accordingly, there is a rising demand for such systems for both commercial and residential properties. There is therefore a need for a quick and efficient method of installing the geothermal transfer apparatuses used in many geothermal heat exchange systems and underground thermal energy storage systems.
There is provided a method for drilling a hole and installing a geothermal transfer apparatus. A sonic drilling apparatus is positioned at a desired location. The sonic drilling apparatus includes a rotating and vibrating apparatus for rotating and vibrating a hollow drill string into the ground, the hollow drill string having an inner space. The hole is drilled to a desired depth by rotating and vibrating the hollow drill string into the ground while discharging fluid into the inner space of the hollow drill string. A geothermal transfer apparatus is lowered into the inner space of the hollow drill string following the drilling of the hole to the desired depth. The drill string is then removed from the ground.
The method allows for cased holes to be drilled quickly and in lithologies that are often difficult for conventional drill rigs to drill in. The method also allows for more accurate control and monitoring the grouting process.
In the drawings:
Referring to the drawings, and first to
In this example, the drilling apparatus 20 is a rotary and vibratory apparatus in the form of a sonic drill. Sonic drills are well known in the art and examples of sonic drills are described in my earlier U.S. Pat. Nos. 5,027,908 and 5,409,070, the complete disclosures of which are incorporated herein by reference. Accordingly, the drilling apparatus 20 is not described in more detail herein. The drilling apparatus 20 rotates and vibrates the drill string 30 into the ground 14. A hose 42 hydraulically connects a pump apparatus 40 to the drilling apparatus 20. During the drilling process pressurized fluid is pumped by the pressurized fluid pump apparatus 40 along the hose 42, through the drilling apparatus 20, and into the inner space 35 of the drill string 30 as indicated by arrow 44. In this example, the pressurized fluid is water but water with added components such as polymer or clay may also be used. The pressurized fluid has a pressure range of between 100-5000 psi, with the preferred pressure range being between 500-2000 psi. This pressure facilitates faster drilling in ground conditions that would otherwise block the flow of pressurized fluid from the drill bit 28.
A fluid column 37 fills the inner space 35 of the drill string 30 and acts as a plug to impede the entry of ground materials into the inner space 35 of the drill string 30. The diameter of the hose 42 is less than the diameter of the inner space 35 of the drill string 30. This prevents the pressurized fluid from being pushed back through the hose in response to high pressure spikes created when the pressurized fluid impacts the ground 14 at the bottom of the hole 12. The vibrating drill string 30 causes the fluid column 37 to oscillate at the same frequency as the drill string 30. The pressure spikes thus created cause the fluid column 37 to act in a manner similar to a water hammer, thereby adding an additional drilling force.
At minimum, sufficient pressurized fluid is pumped into the inner space 35 of the drill string 30 to form the fluid column 37 which impedes the entry of ground debris into the inner space 35 by pushing the debris into the ground. However, as shown in
Additional drill pipes (not shown) may be added in sequence to the drill string 30. Each additional drill pipe has a first end and a second end. The additional drill pipes are hollow and open at both ends. First ends of the additional drill pipes are threadedly connected to the drilling apparatus 20 and second ends of the additional drill pipes are threadedly connected to the drill string 30. The additional drill pipes may then be rotated and vibrated into the ground to increase the depth of the hole 12. The additional drill pipes may be added manually or with an automated drill pipe handling apparatus. As shown in
In this example, the geothermal transfer apparatus 70 is a coaxial-flow geothermal transfer apparatus which is best shown in
It is known to use coaxial-flow geothermal transfer apparatuses in geothermal heat exchange systems as is disclosed in U.S. Pat. No. 7,363,769 and continuations thereof to Kidwell et al., the complete disclosures of which are incorporated herein by reference, and in which a coaxial-flow geothermal transfer apparatus is coupled to a heat exchanger. Accordingly, the present method provides an improved means of installing coaxial-flow geothermal transfer apparatuses used in geothermal heat exchange systems.
In other examples, the geothermal transfer apparatus may be a superconducting heat transfer device similar to the type disclosed in U.S. Pat. Nos. 6,132,823 and 6,911,231 to Qu, the complete disclosures of which are incorporated herein by reference. Superconducting heat transfer devices allow for bi-directional heat transfer to and from the ground. The superconducting heat transfer device disclosed by Qu generally includes a substrate, in the form of a conduit, which carries a superconducting heat transfer medium. The superconducting heat medium is applied to an inner surface of the conduit in three basic layers, the first two being prepared from solution and the third being a powder.
The first layer of the superconducting heat medium comprises at least one compound selected from the group consisting of sodium peroxide, sodium oxide, beryllium oxide, manganese sesquioxide, aluminum dichromate, calcium dichromate, boron oxide, and a dichromate radical. The first layer of the superconducting heat medium is absorbed into the inner surface of the conduit and is an anti-corrosion layer which prevents etching on the inner surface of the conduit. In theory the first layer also causes re-alignment of the atomic apparatus of the material comprising the conduit so that heat may be more readily absorbed. A further function of the first layer is to prevent the inner surface of the conduit from producing oxides as oxidation of the inner surface of the conduit will cause heat resistance.
The second layer of the superconducting heat medium comprises at least one compound selected from the group consisting of cobaltous oxide, manganese sesquioxide, beryllium oxide, strontium chromate, strontium carbonate, rhodium oxide, cupric oxide, β-titanium, potassium dichromate, boron oxide, calcium dichromate, manganese dichromate, aluminum dichromate, and a dichromate radical. The second layer of the superconducting heat medium prevents the production of elemental hydrogen and oxygen thus restraining oxidation between the oxygen atoms and the atoms of the material comprising the conduit. In theory the second layer conducts heat across the inner conduit surface. A further function of the second layer is to assist in accelerating molecular oscillation and friction associated with the third layer of the superconducting heat medium so as to provide a heat pathway for conduction.
The third layer of the superconducting heat medium comprises at least one compound selected from the group consisting of denatured rhodium oxide, potassium dichromate, denatured radium oxide, sodium dichromate, silver dichromate, monocrystalline silicon, beryllium oxide, strontium chromate, boron oxide, sodium peroxide, β-titanium, and a metal dichromate. The third layer of the superconducting heat medium is believed to generate heat once the superconducting heat medium is exposed to a minimum activation temperature. Upon activation atoms in the third layer of the superconducting heat medium begin to oscillate in concert with atoms in the first and second layers of the superconducting heat medium. Experimentation has shown when such a superconducting heat medium is properly disposed on a substrate it has a thermal conductivity that is generally 20,000 times higher than the thermal conductivity of silver.
It is known to use geothermal transfer apparatuses comprising a thermal superconducting medium in geothermal heat exchange systems as is disclosed in U.S. Pat. No. 7,451,612 to Mueller et al., the complete disclosure of which is incorporated herein by reference, and in which a geothermal transfer apparatus comprising a thermal superconducting medium is coupled to a heat exchanger. Accordingly, the method invention also provides an improved means of installing geothermal transfer apparatuses comprising a thermal superconducting medium and which are used in geothermal heat exchange systems.
Referring now to
In other examples, grouting may be accomplished by the pressure grouting method. Pressure grouting may be accomplished by attaching a grout line to the top of the of the drill string 30 or a grout line can be attached to the swivel on the drill head. As the drill string 30 is removed from the ground, grouting material is simultaneously pumped into the inner space 35 of the drill string 30. The grouting is topped up once the casing has been removed. In some cases grouting may not be required, for example in silty or sandy soils which collapse about the geothermal loop when the drill string is removed.
As shown in
Alternatively, as shown in
Referring now to
Referring now to
It will be understood by someone skilled in the art that many of the details provided above are by way of example only and can be varied or deleted without departing from the scope of the invention as set out in the following claims.
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|U.S. Classification||175/56, 175/171, 166/286, 165/45, 175/57|
|International Classification||E21B7/24, E21B33/13, F24J3/08|
|Cooperative Classification||F24J2002/4603, F24J3/084, Y02B10/40, E21B6/00, F24J2003/088, F24D2200/11, F16L1/028, Y02E10/125|
|European Classification||F16L1/028, F24J3/08A2B, E21B6/00|